Loading...
BEACH AVE 1879 (2) REVIBIONB BY AEVA ssq z co tj A Ld W X z FEL. -t-IS-lj� fps cry. I%kv, L) 0 'D LOW CoAje., pArto I Ltq r cc. TSMTO br cr_ 7,S) 1 15 1 w F_ z C0)6,q%Th%.- CoatTLUC-lrlol� F- 5 -Z 0 Te- ,I) 1pJDiCATTzE-5- G%4j6,rl A4 ,Lb AkA4 TO) 67-0,Ry__ 11V w 44-o c) [arc EYlSriAk_-> z 0 sTvg� 400E, w _j U- 3 Alo v o z w F_ w 0 x cr_ < w W Eyi6r/4/c, cc, L_ rl rbr F-Loom- Alc-,Vb z cn -IT- E:L. -+ VS.34� UJ Z a- < f AG),J R;0-n 0 El o t F_ Aw)/D < rpnovvo A Iwo ce my Of ONLA om &-A LZ-': 10 4��" DRAWN toe—_ :::,.e_K CHECKED DATE SCALE NOTES: R c 1. THESE DESIGN PLANS ARE DESIGNED TO BE IN COMPLIANCEVITH THE JOB NO. STANDARDS ESTABLISHED IN SECTION 165-55.007. FLORIDA E 0)r7 - 0.3 Z_ CODE. Aco ADMINISTRATIVE c 0 ki RMS ARE DESIGNED IN 2. THE MAIN WIND INORCE RESISTING SYSTL ACCORDANCE WITH SECTION 6. ANS/ASCE 7-88 -(JULY 19901 "MINIMUM SHEET ej xS11 TO 1 0 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURE Oct: Z WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC, : 41 :: WIND SPEED Olm 110 MPH. S-1 i; 3o. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE. DESIGN AND SPECIIEICATIONS IN "MINIMUM DESIGN LOADS 12OR ACCORDANCE WITH SECTION 6 Ofm THE E ID, -R STRUCTURES" MENTIONED IN NOTE 2. BUILDINGS AND OTHL OF SHEETS VISIONS BY --;JTL --p 0110MLAIP vi A Rr Ar e> C L C-- C> ,4AIo Rbolf VP4 -14 15 j+Al v o F;r aez�vu(.IqL 1&114U� MOO 4 r TO A 'A MAn-A POC-inf�c, g6z�d..o� gLj,--zl7u&Atd, kJ 6 4 r Fit TIO W ZF,,s 57EMeo RTP<.-A 94?_ c/) JQ41Lt, &-741-4 R_oc)v__ lz- 1,24 ui T!rm Fo MAfA -T] LU VA e_l ir(w I p m aw -r(,5 4e4 co-ML) tL (loe EN)D oF,-- ST12AP QO Ld P. 9 erz5p.4 vilqu., ewr 115A 4X, �mmq p6p-C.A Cot-omij kjr> 1?,Oof= AS R%E z o, A cnu6rWL, VIlklDoWs Lu %t x i FVJ - _j E_EE�0 /AllrO kle ellAi6r9J'c*otj T- -r AdD VIP, XrMOVIE- A)11> 0 F-e e.:>-r Cp ;�_*Aj 51-A LL PLT, t4r 0 P_)t 11,77AA- 6 K 0 'Fbp-zi+ roo-riAl b AD IK p'lqu- LU CL -711 z U .4 on 1 4!_ cel�A a. z:-Z ld— 5 CD Clor f��Ac_lc. WOOD A/EVI C-cxt:b7?We,7-10Aj Prp&A 92� z -To MAT-e_� 0 tryp) 0 AdO P7W-fa— &484.6- eVo r 4 /T70A/ C)C,A-rt:VJ To Mf-me-A ovm t\)ew c"o ESAC.V. \Ajooln� ts-klTll R�=Movsr KI A-7-, 14AID 4AT-n4e .5 line— e-o srr_L3e_-;7oAj. A LG7 '/4 _77- T r-,q6e r A,JD r7_-162;i= Z Q 0 -/ Z P4. so-Occo g r-pe. Z4 6)C 1:�:,r)A/L-- z4"O.C�, cl) CILCP EY. t-.T I 1�c> Va -,%HlpLAjp Tb MA-Te-vi ey�1�5r#OL. z w IAJrO t-00 > Kj/ A1614 n VT7jL-_ Ccrr ZAcy- Ft�)R--_A 1pzc�v= , Lij it 1( OeW rzo a44 13 .. 7 &Au> -rmiwi Ab ?,&-cpll) V) of 61 PlAj(.p 0 CRAWi. 5flA it 5 Vamr. %4 coklo� % Flo gc�4 I N�'lj Acxlrv� �l &- p ro 4�.- 000D rEZ4 FO Z V& R000 �oo> EdTrq P7 =.t IS-3 _;GzGzz.� e->e(6771AICp tp 7 f f m0.'Q_IqAID F19AIEL srv�oiqm.L ovem lzlox ?-dl ID v4 Fr �*,ndc- 14AJ 4- COT` IsAcy- V110C.-D &7j" exa-Ts 10- /-S 77 A16- Aktd R#9/LiAl,�, SK/mr, 4A/D iArmatF t5KiR_Tl lqVl> 4,Ar7-lt_S-. L's.4 "--,o Alsm de.770�J ovc-7p- Ct-40 DRAWN Cr,K CHECKED NAIL ALL 1/2"CDX WALLSHEATHING wl 8d COMMON A LS", WIRE NAILS @ 3"O.C. EDGES AND 6-'O.c, FIELD. INSTALL 'A Wotc_Are5 4o- ocr FoLj_ i4-r. sToDs SOLID BLOCKING AT ALL HORIZONTAL JOINTS. DATE SIDE- 0;= vJl400d­l c>P-Alou, SCALE NAIL ALL 3/4'STURDI-FLOOR PLYWOOD.SUB-FLOOR 14 lc>I e-A rezez lPr- W/ 4y. 3c: A,b It NOTES: flo, THESE DESIGN PLANS ARE! DESIGNED 'TO BE IN COMPLIANce' WITH THE! JOB No. SHEATHING w/ 10d COMMON WKE NAILS @ 6-O.C. EbGES AND 6*o.c. FIELD,,I C STANDARDS ESTABLISHED IN SECTION 16B-33.007. FLORIDA NSTALL SOLID BLOCKING. E'!�07 -09a ADMINISTRATIVE CODE. BETWEEN FLOOR JOISTS AT ALL BEARING WALLS AND 2. THE' MAIN WIND FORCE RESISTING. SYSTEMS ARE DESIGNED IN SHEET SHEAR WALLS. TOE NAIL BLOCKINGT' O DOUBLE TOP ACCORDANCE WITH SECTION 6. ANS/ASCe 7-88 JJULY 1990) "MINIMUM PLATE w/ 12d NAILS @ 6`0.c. DESIGN LOADS .FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC off : WIND SPEED OF 110 MPH. cc S-2 :4- 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH -SECTION 6 OF THE! "MINIMUM DESIGN LOADS FOR J, BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. OF SHEETS A 1> Lu REVIBIONB BY NAIL ALL 1/2"CDX PLYWOOD ROOF SHEATHING wl 8d W�l eypjo,?- COMMON WIRE NAILS @.47.0.c. EDGES AND 6*o.c. 6enm V. pcs SwmLo FA-p 15 6:Ae_t+ FIELD. DECREASE SPACING TO 4*.o.c. OVER GABLE 9AP11M rO FNDS. t4v4 0 C-Le-% To "A-Tz-vk FkjbTlAj(-p (P V&--R c-.k�-rrk 14c, NAIL ROOF SHEATHING, 2x OUTLOOKERS AT 6ABLE END Y4/ 10d ?=:, Sqpj0-z 1* —of a4ll 04. 1/2" CDX ROOF SHEATHINc*_? 9--so 146UL 024 041. TRUSS TOP CHORD I PC, 5EMC0 HCPLR //_�R RAFTER n r)r)r)r-% fn c> -1z) NAILS, A POS 12d 3 NAILS 2 x4" BRACI G 52 04. Pan- Vl= -.I L t)0f=Fi r T-0 yz cvP50m zcwLx_> G.yp 4/0 Z CF71JA/ 'ji — __ —7- 77 14WAIC, 70 Ad4rz.4 GAI JAk;�, r0i6r MA /0 - I;Zqo - p 40 7'b f> T%ATL= Mqlc6 o4zj4 60> . /A/7-0 foqFTE72_ -13 BALLOON FRAME 2-16d z (j) (L) F0 p I I t ry P.) GA5LE END I T-r- SEVAe-0 7"pp4N/ /0 A114ILS V 1(oll NAILS _ w UJ w J- - - 1, ,w�-t— 5 epl4wc. WAu_ 4 NAILS z w —7-77 1 yzlar_>,� I_yvj00i> DR-yvileit-L, t7- b4sm-I-A I--o(-)1 0 % VL 145004T(04 zl'i 10` f,I PJO. -L "*---CENTER 2x— 5LOCoKIN& '\-TRUSS 50TTOM CHORD ., d I­ lk 'a 11 .46,w Z,e4"s1pojo,e_ -RIN11 OR CEILIN6 JOIST C.) /jG74 IA =0 ce-ni#I All 0vrt.00l<er,_S np,6 ,6, ON 5HEATHINC7 JOINT SPWI-Ap lSlx>flvc. 7-0 Xx4"xG-O" MIN BRACE @ 52 w 4 RS-150 5MAP 041. -T cn Miqre,4 Zt4c> ro ( t)T NAILED TO EACH TRU55/JO15T cL 0 o 7-1/Ve%.'l z y4/ 2-16d NAILS 0 F:loor�L x3v I,-DiAk-> 5tlAJZ/m WF,$�p cn z Bill of 0 10-10A L A� GA5LE ENE) 5FRACING DETAL 0 z")c X, sy p do a S,OTT704 P44 rC-- 0 3/4:"GTV R 0 1 Mcloll PL Vv/0 0 1�1 f i=MONI T(P Ap4t> 9PO)tV 14TC> Fy-l'bTIA)(�- TT,= x 44-KI -nF Sa-nq ,aNl> FLoc>17L TD Ali_ c J 1&T- FLoorL 6TOpe= 2 PCs ser-1c.0 -nh4Zze'Z SMA14b LSL Rp,6,C., T-T<- E#qe_IA P,W czoib%lzx� Z>c,Tro t-4 rop Tr-�CA*ir L I K)r&')- vz (:pI p 0 t-4 . -PP-1 vo A LX- NAIL ALL 3/4"STURDI-FLOOR PLYWOOD SUB-FLOOR SHEATHING w/ 10d COMMON WIRE NAIL,9 49 6-O.C. NAIL ALL 1/2" CDX WALL SHEATHING w/8d COMMON WIRE NAILS @ 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL EDGES AND 6"o.c. FIELD.. INSTALL SOLID BLOCKING SOLID BLOCKING AT ALL HORIZONTAL JOINTS. BETWEEN FLOOR JOISTS AT ALL BEARING'WALLS AND SHEAR WALLS. TOE NAIL BLOCKING TO DOUBLE TOP f:Tu_=-_v PLATE w/ 12d NAILS @ 6'o.c. W A,-IC-�0A,c-0 7t)- 90TC-H E*k VC-bri t�Cx, Z w LL 4� 0 11L lz 61 p 0 I'Z. c/) 0 z w LLJ liyl-,:> for, :sqpA)o#,L cr YZ 114) EL. + ZO-5' x w A A ciA or\. %co.--r w & L I I I I w Y./z Gyp 2.1 k Z2 1,�-1/8,:, pir-A-re erot, SfiVA40 C;? 4ja z AafuL ew-44 k4A "61 C. , =ltir 10.11DA -M VVAL.-L sQT0 e�t%:STItUz- 0 c) 0 e:,rc pr4 L.L- t *,C-) A Z !& d 419p vi/ F-oori#Je, w z -r,&-zE*t-,tA W1 ZtL 5 ,rAl Z> . COA-r1#4000S I aE:i VOZ-17i 4.rk W forD 19 6 0 m fiv 0 41 EL 14 CDf�(-NeT67 i:qLLEV CEZL� #9 S pd:?L 'D 41 E-C-7—I C> //.A Co 1,4 CAA5TS�' T:Dcrm-3 cz, w co n A3 Lx)C)t> f4c-VD DRAWN ��-3 CHECKED a)r) SCALE NOTES: 1. THESE DESIGN PLANS ARE DESIGNED TO BE! IN COMPLIANCE WITH THE JOB NO. STANDARDS ESTABLISHED IN SECTION 16B-33.007. FLORIDA C- cl)r7- 0 37- 4p - ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH; SECTION 6. ANS/ASCe 7-88 (JULY 1990) "MINIMUM SHEET - X DESIGN LOADS FOR' BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND .THM WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED''OF 110 MPH. . 5. THE! COMPONENTS AND CLADDING HAVE! BEEN SELECTED AND THEIR S-3 6. USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 or- THE "MINIMUM DESIGN LOADS f=OR E BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. t OF 3 SHEETS OOKER NAIL I AT '0 4 ' I P� C'S LS 52 oe. T _USS p OR CEI :2 !E2 Ct X MAP SHO WING J3 0 UNDAR Y S UR VE, Y OF LOT 43 - BLOCK 179' AS SHO WN ON MAP OF 4�20LAI 47-4-dA17-1C /Iv/Z: 4�A z R-if AS RECORDED IN PLA T BOOK 15' PA GES---fj_OF THE PUBLIC RECORDS OF DU VA L COUN TY FL CRIDA CERTIFIED FOR: j;,Fq,4 RD Rx-1 a q 0 - 1061?2r QZZ 091 7 IC 7'6,4 _,_A/ -V45 --Iy_ AL -- oil) 0 C-:, 10 + >< 0. 0. Bu V ��O.J 9�# J, 0, 0 0 sc,,.0 ir X v At > I > '17 COAlrle04- '_/A/6' 60C,4710 cl (w. ul.o Rmv1sa;N arriFicAT10-4:5-Z�L?3 c400a ee-,erlelca r6 AJ.,i-,�.90 -d z 4 z-i -9 NOT VALID UNLESS EMBOSSED KITH SEAL OF THE UNDERSIGNED. THE PROPERTY SHOWN HEREON APPEARS TO LIE WTHIN FLOOD HAZARD ZONE X L16- AS SCALED FROM FLOOD INSURANCE RATE MAP onot FOR ,4T64AIrIC 6r,4 e-4W? FLORIDA, DA TED 4-17-9-9 TRI-STATE LAND SURVEYORS, INC 8411 BAYMEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA J2256 (904) 731-72J5 LEGEND • CONC. mlw I HEREB Y CER 77FY 77-IA T 77-IE ABO VE LANDS WERE SUR VEYED UNDER M Y • IRON COR. RESPONSIBILE SUPERV7SION AND DIRECTION, THAT THERE ARE NO (SET WTH CAP j LS 4144) ENCROACHMENTS EXCEPT AS SHOWN AND THAT 77-IE SURVEY SHOWN -x-/Tlvcr HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY *IRON COR.(FOUND) THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SECT70N *CR=cur 472.027, FLORIDA STA77JTES. &RL 6UILVING RESTRICTION VNE m,r EASEULWT LARRY G. EDDY, P.L.S. No. 4144 RIW RIGHT-OF-WAY COV. COVEIZED AREA SCALE. f CEN TERLINE AIC AIR COND17IONING PAD 16GIS (R) RADIAL visTANCE DATE. 7-9z- CONCRETE